ISSUED FOR:- CONSTRUCTION ONLY

GENERALTECHNICALNOTES:-

N.G.L GRADE BEAM N.G.L 1.0 ALL DIMENSIONS ARE IN FEET & INCHES
GRADE BEAM

IA
LEVELS ARE IN FEET & INCHES.
8*D

Min-3"
D
8*DIA
3 NO.S
MINIMUM 2.0 GRADE:-
SOIL FILLING WITH GOOD ALL CONCRETE - M20 (1:1.5:3),
COMPACTION HAND MIX - M20(1:1.5:3), (or)

Y8-6"C/C

Y8-6"C/C
DEPTH OF FOUNDATION

DEPTH OF FOUNDATION
LATERAL TIE DETAILS
MIN-1' RMC - M25(1:1:2),
AT END ANCHORAGE
STEEL - FE 550d.
B

D=7'-0"

D=7'-0"
A B C E DEVELOPEMENT LENGTH 'Y' DENOTED TMT BARS
3.0 COVER:-
a 3 NO.S MINIMUM 3 NO.S MINIMUM FOOTING-2",COLUMN-1.5",BEAM-1", SLAB-34",

D
6" 6" RC WALL-1.5", WAIST SLAB-34".

06 06

6" 4"

6" 4"
4.0 DESIGNED:-
EF4 EF3 EF4 BUILDING DESIGN - G+1 ONLY .
A A STRUCTURAL DETAILED DRAWING- G+1 ONLY.
L-LENGTH OF FOOTING L-LENGTH OF FOOTING
FOOTING (F) CROSS-SECTION ECCENTRIC FOOTING (EF) CROSS-SECTION 5.0 SOIL TEST:-

6"

6"
SBC - 7 T/M2 AT 6'-0"
FROM NGL.( As per Builder's information)

6" 6"

B-WIDTH OF FOOTING

B-WIDTH OF FOOTING
NOTE:
05 05
EF3 F1 EF3 A 1. DISCREPANY, CONFLICTS OR ERROR , IF ANY
B
FOUND ANY IN THE DRAWING SHALL BE
A
BROUGHT TO THE NOTICE OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.

2. COVER BLOCKS SHALL BE USED AS COVER

WITH M20 GRADE
L-LENGTH OF FOOTING L-LENGTH OF FOOTING

FOOTING (F)-PLAN ECCENTRIC FOOTING (EF)-PLAN 3. THIS DRAWING IS NOT TO BE SCALED

04 04 4. FINISHED LEVELS AS PER SITE ENGINEER'S

EF1 EF1 N.G.L GRADE BEAM INSTRUCTION.

LAP=40*DIA
SOIL FILLING WITH GOOD

SECOND FLOOR
SEPTIC TANK 7' DEEP (6000 LTS) COMPACTION

Y8-6"C/C
PROPOSED RESIDENTIAL BUILDING AT KOVUR,
DEPTH OF FOUNDATION

1'-0"
10'-6"

1.3*LAP
CHENNAI.
D=7'-0"

03 CF1 03
EF2 a 3 NO.S MINIMUM
D

2"
6"

FIRST FLOOR
02 02
6" 4"

10'-6"
A
well L-LENGTH OF FOOTING
CF2 COMBINED FOOTING (CF) CROSS-SECTION ARCHITECTSANDPROMOTERS-
01 01
6"

LAPPING DISTANCE

GROUND FLOOR

10'-6"
B-WIDTH OF FOOTING

A B
ROAD 6"

LAPPING
17.05.2025

D
BASEMENT
A C D E
C.S.L.N ST-02

5'-0"
S.PS

FOUNDATION LAYOUT L-LENGTH OF FOOTING

-

FLOOR LEVELS AT END ANCHORAGE

COMBINED FOOTING (CF)-PLAN
ECCENTRIC FOOTING (EF)-SCHEDULE:- FOUNDATION LAYOUT (STRUCTURAL WORKING DRAWINGS)

SIZE OF FOOTING THICKNESS BOTTOM TOP

FOOTING NO.S REINFORCEMENT REINFORCEMENT COMBINED FOOTING (CF)-SCHEDULE:- S
FOOTING (F)-SCHEDULE:- LxB D A B
THICKNESS TOP & BOTTOM TOP & BOTTOM
EF1 6'0 " X 6'0" 1'-6" 02 Y12-6"C/C Y12-6"C/C FOOTING SIZE OF FOOTING NO.S REINFORCEMENT REINFORCEMENT
THICKNESS BOTTOM
SIZE OF FOOTING L x B NO.S REINFORCEMENT EF2 5'-6"x5'-6" 1'-6" 01 Y12-6"C/C Y 12-6"C/C LxB D A B
FOOTING
D A EF3 5'-0"x5'-0" 1'-4.5" 03 Y10-6"C/C Y10-6"C/C CF1 11'4.5" X 5'3" 1'-4.5" 01 Y10-6"C/C Y10-6"C/C
F1 6-0"x6'-0" 1'-6" 01 Y12-6"C/C EF4 4'-6"x4'-6" 1'-4.5" 03 Y10-6"C/C Y10-6"C/C CF2 11'4.5" X 4'6" 1'-4.5" 01 Y10-6"C/C Y10-6"C/C
ISSUED FOR:- CONSTRUCTION ONLY